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<br /> � Q ��� a, '� NO CONNECTION TO THE EXISTWG MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND 1. FOR TYPICAL SIDE SEWER CONNECTION DETAILS,SEE STD DWG 601 &602. . �(,;�� ���t$���� �
<br /> a � zo i APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, WSDOT/APWA STANDARD SPECIFICATION. 2. FOR TYPICAL SIDE SEWER CLEANOUT DETAILS,SEE STD DWG 604.
<br /> � w I o i , � , TESTING, DISINFECTION,AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST TEM SHALL BE COVERED CONCEALED OR 3. FOR TYPICA�TRENCH SECTION DETAILS,SEE STD DWG 614&615. � !� f • �,� O
<br /> r � � � RESULTS. 1. NO PART OF THE SANITARY SEWER SYS
<br /> � � � �I � � PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED,AND APPROVED BY THE CITY 4. FOR 3I4" WATER SERVICE SPECIFICATIONS,SEE STD DWG 502A. , �' C SERV"I� DA�
<br /> 3 � i 1. TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY AT THE DEVELOPER'S INSPECTOR. 5. FOR 1"WATER SERVICE SPECIFICATIONS,SEE STD DWG 502C. DRAWN BY: GTR
<br /> � -- �___ ExPENSE. u ���e EROSION PUBuct�✓oR�ts CHKD BY: MER
<br /> 6. FOR TYPICAL SEWER CONNECTION TO EXISTING SEWER MAIN,SEE
<br /> � o ; 2. APPROXIMATE LOCATIONS OF EXISTING UTILITtES HAVE BEEN OBTAINED FROM DEPARTP9EldT DATE: 2/2/2017
<br /> ; � i 2. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR COE STD DWG 616. v�Ar�R 1 6�2 O S
<br /> m o SHALL BE RESPONSIBLE FOR VERIFICAT�ON OF LOCATIONS AND TO AVOID DAMAGE � vu�uc wowcs PER�4IT as
<br /> 3. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST TO ANY ADDITIONAL UTILITIES NOT SHaWN. IF CONFLICTS WITH EXISTING UTILITIES SANITARY SEWER REFERENCE NOTES: �Q°I�° P�°R T° �AR���
<br /> s��r�R �r consrRucrton on 'ro-sis
<br /> � � � i � BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC vao�ea. �vRov,�. FOR T�fIS
<br /> 3 m � WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br /> PRWECT IS COPlDiT30(d:+s. PER
<br /> � � � i I 4. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A ENGINEER PRIOR TO COMMENCEMENT OF REIATED CONSTRUCTION ON THE 1O 15'�6"PVC SS @ 2.0%(MIN) T�,��::�; GURAENT CITY STAC:o�Ra� ,avo �
<br /> U � exw:se�s u��.ess
<br /> �, o ; PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING PROJECT. O SIDE SEWER CLEANOUT PER STD DWGS LISTED ABOVE BERN ISSUED.ONSTRJCTYON HAS �
<br /> B N ' ' CONSTRUCTION ON A 24 HOUR BASIS. cmr��GaN�¢R
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<br /> � � i 3. ALL SEWER MA►N EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS `
<br /> � N ' � 5. FIRE FLOW AT EXISTING HYDRANT LOCATED APPROXIMATELY 140'NORTH OF THE MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING O3 20'�6"PVC SS�a 2.0%(MW)
<br /> � m � PROJECTS NW CORNER IS 3500 GPM PER CITY, CONSTRUCTION. � ,� o Kn Call befo ee1ou di
<br /> � .o O 15 �6 PVC SS @ 2.0%(MlN) Y 9
<br /> ; I i I LINE MEASURES 1"AT FULL
<br /> � � � i�1�� 6. UNTI 3 REQUIRES A PRIVATE FIRE SUPPRESSION(SPRINKLER)SYSTEM WITH 1"MIN 4. SEWER STATION1NG SHOWN ON PLAN IS FROM DOWNSTREAM CONNECTION. O SIDE SEWER CONNECTION TO SANITARY LINE PER COE STD L SIZE PLOT
<br /> a L ! - � � SERVICE AND METER. DWG 601,602 �
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<br /> � Y IF SHEET IZE I
<br /> N � 7. THRUST RESISTANCE AT BENDS PER MEGA-LUG,OR COE APPROVED EQUAL. O6 CONNECT LATERAL TO EX SEWER MAIN,SEE COE STD DWG 616 THAN 22"x 34"ADJUST VERTICAL DATUM
<br /> SCALE ACCORDINGLY NAVD88
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